期刊文献+

桥梁结构系统识别时的参考通道选择问题

Reference channel selection strategy in system identification of brdige structure
下载PDF
导出
摘要 基于环境随机激励技术(NExT)与特征系统实现方法(ERA)的基本思想,明确了采用多参考通道环境随机激励技术与ERA方法联合应用的过程,并重点对NExT/ERA方法应用中参考通道的选择问题进行分析研究。首先,基于模态频率和振型评价指标提出了两个评价准则,可用于识别结果的评价。依据此两评价准则,提出了多参考通道的选择方案。该方法可用于排除不好的通道,尤其对分析节点较多的复杂结构意义会更为突出。最后,通过将方法应用于一著名斜拉桥工程——世界结构控制研究的标尺建筑BILL EMERSON桥的垂直模态识别,验证了所做工作的意义。该项工作可为桥梁结构的系统识别提供有益参考。 Based on basic idea of natural excitation technique (NEXT) and eigen value realization algorithm (ERA), a solvtion process was formulated adopting NExT/ERA and multiple reference channel. The strategies for determining reference channels were suggested and investigated in the mean time. First, two evaluation criteria concerning modal frequencies and modal shapes were proposed to evaluate the identification results; then, according to the criteria, the strategies for multiple references selection were proposed and discussed herein. The strategy could be used to exclude bad references. In complex structures too many sensors might be on nodes of natural modes, using the proposed strategy many sensors were excluded and only a few necessary sensors were retained. By applying the proposed method to Bill Emerson Bridge well known worldwide as a ASCE benchmark model for structural control problems of cable-stayed bridges, the study nere was proved to be meaningful. The results provided a helpful reference for system identification of general cable-stayed bridges
出处 《振动与冲击》 EI CSCD 北大核心 2011年第12期181-184,共4页 Journal of Vibration and Shock
基金 国家自然科学基金青年基金资助项目(50808125) 上海市科技启明星计划项目(08QA14054) 上海师范大学科研项目(DXL901) 上海市教委科研创新项目(10YZ71)
关键词 NEXT ERA 系统识别 斜拉桥 参考通道 NEXT ERA system identification cable-stayed bridges reference channel
  • 相关文献

参考文献12

  • 1盛光祖,李建中,陈亮.桥梁单墩不同侧向力分布模式Pushover分析方法[J].振动与冲击,2010,29(2):170-174. 被引量:12
  • 2邹中权,贺国京.基于能量格式的模态Pushover方法及其应用[J].振动与冲击,2010,29(12):216-220. 被引量:2
  • 3James, G. H., Carne, T. G., Lauffer, J. P., and Nord, A. R. (1992). Modal testing using natural excitation [C].10th International Modal Analysis Conference, San Diego, CA, 1209-1216.
  • 4Juang, J.-N., and Pappa, R. S. (1985). An Eigensystem Realization Algorithm for Modal Parameter Identification and ModelReduction[J].Journal of Guidance, 8(5), 620-627.
  • 5Juan M. Caicedo, Shirley J. Dyke, and Erik A. Johnson (2004), Natural Excitation Technique and Eigensystem Realization Algorithm for Phase I of the IASC-ASCE Benchmark Problem: Simulated Data[J] , J. Engrg. Mech. Volume 130, Issue 1, pp. 49-60.
  • 6Shirley J. Dyke, Juan M. Caicedo, Erik A. Johnson(2000), Monitoring of a Benchmark Structure for Damage Identification[C] , Proc. of the Engineering Mech. Specialty Conf., Austin, Texas, May 21–24.
  • 7Juan M. Caicedo, Atanu K. Dutta, Boris A. Zárate (2006), System Identification and Model Updating of the Bill Emerson Memorial Bridge[C] , the 4th World Conference on Structural Control and Monitoring, San Diego, California, U.S.A., July.
  • 8He, X., Moaveni, B., Conte, J.P., and Elgamal, A. (2006). Comparative Study of System Identification Techniques Applied to New Carquinez Bridge[C].Proc. of 3rd International Conference on Bridge Maintenance, Safety, and Management, Porto, Portugal.
  • 9X. He, B. Moaveni, J.P. Conte & A. Elgamal,etc. System Identification of New Carquinez Bridge Using Ambient Vibration Data[C].Proceeding of the international Conference on Experimental Vibration Analysis for Civil Engineering Structures (EVACES’05), Bordeaux, France, 26-28 October, 2005.
  • 10Caicedo, J. M., (2001). Two Structural Health Monitoring Strategies Based on Goal Accelerations Responses: Development, Implementation, and Verification [D] , Masters Thesis, Department of Civil Engineering, Washington University in Saint Louis, pp. 24-36, 45-50.

二级参考文献28

  • 1侯爽,欧进萍.结构Pushover分析的侧向力分布及高阶振型影响[J].地震工程与工程振动,2004,24(3):89-97. 被引量:112
  • 2周旭,黄咏政,尹华钢,侯军祥.罕遇地震作用下钢筋混凝土结构的静力弹塑性分析[J].建筑结构,2007,37(4):25-27. 被引量:2
  • 3Freeman S A,Nicoletti J P, Tyrell J V. Evaluations of existing buildings for seismic risk-A case study of Puget Sound Naval Shipyard, Bremerton, Washington [ J ]. Proc. 1st U. S. National Conference on Earthquake Engineering, Oakland, California, 1975 : 113 - 122.
  • 45001122001,中华人民共和国国家标准,建筑结构抗震设计规范[S].北京:中国建筑工业出版社,2001.
  • 5Krawinkler H, Seneviratna G D P K. Pros and cons of a pushover analysis of seismic performance evaluation[ J]. Engineering Structure, 1998,20 (4) :452 -464.
  • 6Kilar V, Fajfar P. Simplified pushover analysis of building structures [ J]. Earthquake Engineering and Structural Dynamics(EESD) , 1997,26:233 - 249.
  • 7Moghadam A S, Tso W K. A pushover procedure for tall buildings [ J ]. Proc. of the Twelfth European Conference on Earthquake Engineering, London, United Kingdom, 2002 : 395 pp.
  • 8Chopra A K, Geol R K. A modal pushover analysis procedure for estimating seismic demands for buildings [ J ]. Earthquake Engineering and Structural Dynamics, 2002,31:561 - 582.
  • 9Fischinger M, Beg D, Isakovic T, et al. Performance based assessment-from general methodologies to specific implementations [ J ]. Proceedings of the International Workshop on Performance-based Seismic Design, Bled, Slovenia, 2004.
  • 10Vamvatsikos D, Cornell C A. Incremental dynamic analysis [ J ]. Earthquake Engineering and Structural Dynamics,2002,31(3).

共引文献12

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部